A simple, stable, and accurate linear tetrahedral finite element for transient, nearly, and fully incompressible solid dynamics: a dynamic variational multiscale approach-Reference-Cited by-同舟云学术

A simple, stable, and accurate linear tetrahedral finite element for transient, nearly, and fully incompressible solid dynamics: a dynamic variational multiscale approach

Published:2015-11-12 Issue:10 Volume:106 Page:799-839
ISSN:0029-5981
Container-title:International Journal for Numerical Methods in Engineering
language:en
Short-container-title:Int. J. Numer. Meth. Engng

Author:

Scovazzi Guglielmo¹,Carnes Brian²,Zeng Xianyi¹,Rossi Simone¹

Affiliation:

1. Department of Civil and Environmental Engineering; Duke University; Durham NC USA

2. Verification & Validation, Uncertainty Quantification, Credibility Processes Department; Sandia National Laboratories; Albuquerque NM USA

Funder

Computer Science Research Institute at Sandia National Laboratories

US Office of Naval Research

US Department of Energy, Office of Science, Advanced Scientific Computing Research

US Department of Energy's National Nuclear Security Administration

Publisher

Wiley

Subject

Applied Mathematics,General Engineering,Numerical Analysis

Reference113 articles.

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2. Generalization of selective integration procedure to anisotropic and nonlinear media;Hughes;International Journal of Numerical Methods in Engineering,1980

3. F-bar-based linear triangles and tetrahedra for finite strain analysis of nearly incompressible solids. Part I: formulation and benchmarking;de Souza Neto;International Journal of Numerical Methods in Engineering,2005

4. Remarks on the stability of enhanced strain elements in finite elasticity and elastocplasticity;de Souza Neto;Communications in Numerical Methods in Engineering,1995

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